WQ0032542_Regional Office Historical File Pre 2018

Mich.ael. E. Easley, Governor
William G. Ross Jr, Secretary
North arolnu Depdttrnenl - f Environment and Natural Resources
Coleen H. Sullins, Director
Dtvision of Water Quality
January 3, 2008
Bethel United Methodist Church
Mr, Randall Hammond, Chairman of Board of Trustees
12700 Idlebrook Road
Midland, NC 28107
Subject: Permit No, WQ0032542
Bethel United Methodist Church New
Sanctuary
Wastewater Collection System
Cabarrus County, North Carolina
Dear Mr, Hammond,
In accordance with your application received on December 7, 2007, we are forwarding herewith
Permit No, W00032542 dated January 3, 2008, for the construction and operation of the subject
wastewater collection system extension, This permit shall be effective from the date of issuance until
rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter
shall be considered a part of this permit and is therefore incorporated therein by reference,
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Rev fia _Afice 610 F/ast Center Ave„, Suite 301 Moore,sville, Ni' 28115 Phone [phone], Fax• (7041 663-6040
Internet www.nomwaterquality.org Customer Service:1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50°/e Recycled/10% Post Consumer Paper
O
Na'
Nat/wail

Mr, Hammond
Page 2
January 3, 2008
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission ;$ hereby
granted to Bethel United Methodist Church for the construction and operation of approximately 111
linear feet of 6-inch gravity sewer, 2,149 linear feet of 2 1/2 -inch force main, a 41 gallon per minute
pump stations (with duplex pumps, on -site audible and visual high water alarm, and a permanent on -
site generator with automatic transfer switch), and the discharge of 1,800 gallons per day of collected
domestic into the Water and Sewer Authority of Cabarrus County existing sewerage system, pursuant
to the application received December 7, 2007, and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit,
The sewage and wastewater collected by this system shall be treated in the City of Concord
VVVVTP (NPDES No. NC0081621) prior to being discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adiudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding,
If you need additional information concerning this matter, please contact Mr, Samar Bou-
Ghazale at [phone].
Sincerely,
for Coleen H. Sullins, Director
cc: Mooresville Regional Office, Collection System Permit Files
W. Earl Cochran & Son, Inc,
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volu
application and other supporting data.
0
astes described in the
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. lf an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a.
The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L.. .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le.
365 days per year) Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
Inspection and maintenance records shall be maintained for a period of at least three years.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
g.
h.

4 This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be approprie. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State,
6. Per 15A NCAC 2T *0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities,
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch, 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11„ Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc,; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

Voice snail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone „number - or
[phone], Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form - t for the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form - (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 3rd day of January2008„
NORTH CAROLINA ENVIRONMENTAL MANAGE ENT COMSSION
'oleen I I. Sullins, Director
Division of Water Quality
By Authority of the Environmental Managementemen ComCommission
PermitNu t WQ00325,12

Fast Track Engineering Certification
Permit No, WQ0032542
January 3, 2008
Bethel United Methodist Church
Mr. Randall Hammond, Chairman
12700 Idlebrook Road
Midland, NC 28107
Wm. Earl Cochran, PE
W. Earl Cochran & Son, Inc
191 Eastover Dr, SE
Concord, NC 28025
Complete and submit this form to the permit issuing regional office with the following
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria,
This project shall not be considered complete nor allowed to operate until this Engineers Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division,
ENGINEER'S CERTIFICATION
Li Partial P Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (0 periodically, 0 weekly, 0 full time) the construction of Bethel United Methodist Church
New sanctuary Collection Sewer System, a Cabarrus County project for the Permittee, hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 2T, the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable;
and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,

FAST -TRACK APP
ICATION for GRAVITY SEW7RS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner
la. BetheltJnted Methodist Church
Application Number:
(to be completed by OWQ)
Full Legal Name (company, municipality, HOA, utility, etc.)
o Ib. Randall Hammond, Chairman o oard of Trustees
1MP Signing Official Name and Title (Please review 15A NCAC 2'T- 0106 (b) for authorized signing officials?)
lc The legal entity who will own this system is,
Individual El Federal 0 Municipality Ej State/County Li Private Partnership El Corporation Other specify): Church
Id 12700 Idiebrook Road
Mailing Address
f NC
Z State
0
lh 704-888-2653
P•• Telephone
1i, 704-888-05
Facsimile
2. Project (Facility) Information'
2a Bethel United Methodist Church New Sanctuary
Q. Brief Project Name (permit will refer to this name)
< 3 Contact Person
3a WE Cochran, Jr ,PE
1 e Midland
City
lg 28107
Zip Code
1j. bethelsecre
E-rnal
2b Cabarrus
County Where Project ocated
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-782-7456 3c, biHpatvolcorn
Phone Number E-mail
1 Project is New 0 Modification (of an existing permit) If Modification, Permit No :
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is 0 Public (skip to item 8(3)) Private (go to Item 2(a))
2a, If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
LE Retaining Ownership (i,e store, church, single office, etc ) or
Z 0 Leasing units (lots, townhomes, etc. - skip to item B(3))
Selling units (lots, townhomes, etc - go to Item B(2b))
3 Water and Sewer Authority of Cabarrus County
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, Muddy Creek Wastewater Treatment Plant 4b, NC0081621
WIPM
El] Public Utility (Instruction HI)
ID Homeowner Assoc /Developer (Instruction IV)
Name ofWWTF WWTF Permit No,
5a, City of Concord 5b 8 nch Gravity 5c
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit Number of Downstream Sewer (if known)
6, The origin of this wastewater is (check all that apply):
Residential Subdivision
El Apartments/Condominiums
El Mobile Home Park
Ei School
Restaurant
Li Office
ID Car Wash
13 Institution
ID Hospital
Church
ID Nursing Home
Other (specify):
100 % DomesticlCommer
% Industrial
% Other (specify):
7 Volume of wastewater to be allocated for th s particular project 1800 gallons per day
*Do not include previously permitted allocations
If the permitted flow is zero, indicate why
0 Interceptor Line - Flow will be permitted in subsequent per ts that connect to this line
Flow has already been allocated in Permit No. ot0-3!imita;$4:5104-- 04- 9-0
EI Rehabilitation or replacement of existing sewer with no new flow expected
al
(0
FTA 02/03 - Rev :1_04/05

BAST-TkACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
0
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15 NCAC 02T
.0114(c) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC must be supported with actual water or wastewater use data in accordance with 15A NCAC
Church Daily Flow Requirement is 3 gal./seat. The new sanctuary seating capacity is 600, Therefore the flow will be 3
gal./seat(600 seats) = 1,800 gal. per day on Sundays.
A fellowship hall and classroom facility with church offices is planned to be tied to the pump station. The facility has 5
office staff and a daycare operating Monday through Friday with present enrolment of 25 preschool and after school
students/day. Maximum allowed is 50 students/day. Day care facilities flow requirement is 15 gal/ person. Office
Staff flow requirement is 25 gal/person. Therefore the flow will be 15 gal/person(50 persons) = 750 gal. per day plus,
25 gal/person(5 persons) = 125 gal. per day Monday through Friday.
Since the Office /Daycare flow is not concurrent with the Sunday service flows, used highest daily flow for calculations
which is 1,800 gal. per day.
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) Gravity or Force Main
(use the pull down menu)
6 111
2 1/2 2149 Force Main
ENTER TOTAL LINE LENGTH IN MILES 0.428
Summary of Pump Stations to be Permitted (attach additional sheets as nece
ary)
Gravity w/clean-outs
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
Power is supplied through the facility, and facility
does not operate without power, therefore no
sewer flows when power is out. Station supplied
As shown on plans 0,0018 4'1 gpm©56 52' TDH with a switch and pigtail for portable generator
12, Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting. of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes El No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N/A
Sedimentation and Erosion Control Plan?
Stormwater?
❑Yes ❑No N/A
❑ Yes ❑ No N/A
14_ Does this project involve aerial lines or siphons? Check if yes: 0
`these !ones will he Considered high priority and must be checked Once every sox months ...,,
15, Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope, Lines installed outside this tolerance should be
corrected' prior to submitting the final engineering certification..
FTA 0'?/f1'1 - Rev, 3 04/05

1,AST-ThACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary), This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
1•••• waterbody; AND,
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
i
Submit the .5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
Randall Hammond, attest that this application for BethelUnited Methodist Church has been reviewed by me and is
accurate and complete to the best of my knowledge, 1 understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-215,6B, any person who knowingly makes any false statement, representation, or certification in any application.
shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25, 000 per violation,
la.
Signing Signature
2 Professional Engineers Certification'
Date
I attest that this application for Bethel United Methodist Church pump station and forcemain has been reviewed by me and
is accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge, I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance, Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that/ have reviewed this matenal and have judged it to be consistent with the proposed design,
Note: in accordance with NC General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10 000 as well as civil penalties up to $25,000 per violation,
2a. Wm Earl Cochran, Jr,
Professional Engineer Name
2b W. Earl Cochran & Son, Inc,
Engineering Firm
2c 191 Eastover Dr, SE
Mailing Address
2d. Concord 2e. NC 2f 28025
City State Zip
2g. 704-782-7458 211. 704-782-1456 2i. bill_paiti@vol,com
Telephone Facsimile E-mail
FTA 02/03 - Rev 1 04/01,

Bethel School Pump Station
WSACC
Muddy Creek Intercpt P-2
15" PVC
Node* +1- 080067
Bethel United Methodist Church
Private Sewer System. Pump Station & Force Main
Project N©:2©01-029

W. EARL COCHRAN & SON, INC.
191 Eastover Drive, SE
Concord, North Carolina 28025
CONSULTING ENGINEERING
November 21, 2007
Ms, Dee Browder
Department of Environment and Natural Resources
Division of Water Quality
810 E. Center Ave.
Mooresville, North Carolina 28115
Dear Ms, Browder:
William E. Cochran, Jr., PE„
Phone: [phone]
Celk 704-783-5079
DEC 7 2207
NC DENR MRO
DWQ-Surface Water Pict ction
Subject: Bethel United Methodist Church
Private Pump Station & Force Main
Midland, North Carolina 28107
We are enclosing per your requirements, the original and one (1) copy of the Fast
Track Application for Gravity Sewers, Pump Stations and Force Mains, as well as the
check to cover the processing fee of $48OE00. This fee covers the installation of 111
linear feet of 6 inch gravity sewer, a 41 gpm package pump station and 2,149 linear feet
of 2 1/2m force main.. This will serve the Bethel United Methodist Church in Midland,
North Carolina.
The City of Concord has provided a cleanout to accept the flow from this force main
and the flow was previously allocated in Bethel School Pump Station calculations, Permit
No. 03-1031503, dated 3/8/04.
If there are any questions concerning this project, please do not hesitate to notify
us.
Sincerely,
W. E. Cochran, Jr., P. E.
enc
cc/enc G. Tim Lowder, PE

Central Files APS SWP
01/02/08
Permit Number WQ0032542
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer
samar bou-ghazale
Permitted Flow
1800
Facili
Permit Contact Affiliation
Facility Name
Bethel United Methodist Church Sanctuary
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name
Owner Type
Bethel United Methodist Church Non -Government
Dates/Events
Orig Issue
01/03/08
App Received
12/07/07
Draft Initiated
Scheduled
Issuance
Owner Affiliation
Randall Hammond. Chairman
12700 ldlebrook Rd
Midland
NC 28107
Public Notice Issue Effective
01/03/08 01/03/08
Regulated Activities ReauestediReceived Events
Church
Outfall NULL
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

PAY
TO THE
ORDER
OF
BETIEL UNITED METHODIST CHURCH
SALISBURY DISTRICT
12700 IDLE, BROOK RD, PH. 888 2653
MIDLAND, NO 28107
VOID SIXTY DAYS AFTER DATE
FOUR HUNDRED EIGHTY DOLLARS AVID NO CENTS
NC Dep of Envir©ment & Nett Resources
00 2054314" r:f
FIRST CHAR NORTR CAROL NANAL NK
MIDLAND,
66- 3/531 is
DATE
11120/2007
e..,,URITN FEATURES IMCLucwl)• DETAILS 1")N UACIt,
3 L0o?3'71: 00 LOLL?7411"
20543
AMOUNT
*********48 J.00
1EL UNITED METHOD Sr C11UBC. .
TRATCR!n T{T

tv1ay 13, 2008
Bethel United Methodist Church
Mr. Randall Hammond, Chairman
1270 ldlebrook Road
,Midiand North Carolina 28107
M(chae( F Eas1ey Gc(verrier
1.15)6am G Ross TI See:dare
Nora) (Feticide Docaliment Envegnmec1 add Naterei Redo dC,e::,
Go eer Seilds Ditrehtsa
Ds en of Water Quady
SUBJECT: Bethel United Methodist Church
Perrnit No, WQ0032542
Vilastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
line Division received a final engineering certification for the subject project on April I 200E9 rid full
review of the certification materials may or may nof be conducted, it is assuimed that. receipt EP
this certification indicates compliance with all regulations, design criteria aria the perm!. Please be
reminded that the Perrnittee is responsible tor keeping 0 copy of the final record drawings tor the
life of the project. if you have nat received a copy, please contact your consultant immediately to
obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer awned by you, please complete Form PNOCF-S as this permit' is not
automatically transferable, Form PNOCF-S can be daiwnioaded from
htlipri7n2o.enr.starregle.dsji ndpulnigayi.dpbs.htirr114 Sewer
you have any questions concernno this document or the completion of Form PidOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via Ermail at
dee.browdergincrnail.net.
Sincerely,
rvRobert Krebs
Surface Water Protection Regional Supedg,isor
Enclosure
Cc: Earl Cochran, PE
Surface Water Protection Section Central Res (certification page only)
One
NorthCarolin'ci
Pretreaanect Emergency Response and Coiledion Systerf3S Una 1nten 0 111 eh2o ac state user dpu
1617 Mal Service Corne(, Raleigh NC 27699-1617 An Equal Opportudity Adage Eniployer
Telephone [phone] Fax [phone], recycled(10 post-honsurner paper

Fast Track Engineering Certification
Permit No, WQ0032542
January 3, 2008
Bethel United Methodist Church
Mr, Randall Hammond, Chairman
12700 Idlebrook Road
Midland, NC 28107
-
Wm. Earl Cochran, PE
W. Earl Cochran & Son, Inc
191 Eastover Dr SE
Concord, NC 28025
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the weV)yater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available, storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any chang_es resulting in non-compliance with this permit, regulations or
minimum design criteria.
:11:1
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
fl Partial Vtinai
# ,
a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (eeriodicaliy, El vveekly [21 fuV tirne) tho cer.struction of Bethel United Methodist Church
New sanctuary Collection Sewer System, a Cabarrus County project for the Permittee, hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable;
and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date'
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,